




版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡介
結(jié)構(gòu)方程模型及其應(yīng)用第三講LISREL及其應(yīng)用WangShuJiaBusinessSchoolUniversityofShenzhen20一月20251STRUCTURALEQUATIONMODELING一個引例2STRUCTURALEQUATIONMODELINGConfirm.ls8locatedatc:/lisrel/project1/confirm.ls8ConfirmatoryfactoranalysisofhypotheticaldataforaclassexampleofhowtorunLISRELtoevaluateameasurementmodel.DAtaNInput=9NObservations=400MAtrix=CMLADepress1Frustrt1Stress1Depress2Frustrt2Depress2InteractLoveQualityKMSY1.00.61.00.50.61.00.70.40.31.00.30.40.40.51.00.40.30.30.50.61.00.40.30.40.30.30.31.00.50.30.30.30.40.30.41.00.40.40.30.30.20.30.40.51.03STRUCTURALEQUATIONMODELINGsd2.42.71.82.52.62.05.13.86.1MODELNY=6NX=3NE=2NK=1LY=FU,FILX=FU,FRCBE=FU,FIGA=FU,FRPH=SY,FRPS=DI,FR,TE=DI,FRCTD=DI,FRLKRel_QualLEStress_1Stress_2FREELY(1,1)LY(2,1)LY(3,1)LY(4,2)LY(5,2)FREELY(6,2)BE(2,1)OUtputSCEFVAMRPCPT4STRUCTURALEQUATIONMODELINGLonglines:Ifyourunoutofspaceonalineandwanttocontinuetothenextlineyoucanputa‘c’withatleastonespaceinfrontofitandthencontinue.Thisisthefirstline,itislongsocIcangotoasecondline.6STRUCTURALEQUATIONMODELING1.TitlelineUntilLISRELfindsalinestartingwithDA(forData),ittreatsalllinesasatitle.Forkeywordsonlythefirsttwolettersareread,soDAandDATAorDataarethesame.Confirm.ls8locatedatc:/lisrel/project1/confirm.ls8ConfirmatoryfactoranalysisofhypotheticaldataforaclassexampleofhowtorunLISRELtoevaluateameasurementmodel.7STRUCTURALEQUATIONMODELING2.DAtalineThislinebeginswithDAORData.NGroups=ThisindicatesthenumberofgroupsNInput=Numberofinputvariables(indicators).NObservations=Thesamplesize.MAtrix=CMforcovariancematrix,KMforcorrelations.8STRUCTURALEQUATIONMODELINGYoucanreadinacorrelationmatrixandstandarddeviations,butifyousayMA=CM,LISRELwillconvertyourmatrixintoacovariancematrix.e.g.DAtaNInput=9NObservations=400MAtrix=CM9STRUCTURALEQUATIONMODELING3.LAblesYoushouldlabelyourvariables.Herewearereferringtoindicatorsandnotlatentvariables.ThisisdonebyputtingLAononelineandlabelsonthefollowingline(s).Youarelimitedto8spacestotalperlabel.Youdonotneedlabels(LISRELwilluseVAR1,VAR2,etc.).Labelsmakereadingtheoutputmuchbetter.LADepress1Frustrt1Stress1Depress2Frustrt2Stress2InteractLoveQualityLA“DepI”“Frust1”“Stress1”“Dep2”“Frust2”“Stress2”InteractLoveQuality(Thequotesareusedifthereisaspaceinalabel.)10STRUCTURALEQUATIONMODELING4.EnteringDataYoucanenterrawdata,acovariancematrix,acorrelationmatrix,standarddeviations,andmeans.Herearethreeexamples:11STRUCTURALEQUATIONMODELING12STRUCTURALEQUATIONMODELINGIfthematrixislargeitmaybeusefultohavethematrixinanexternalfile.
KMSYFI=c:\project\mydata.dat RAFI=c:\project\mydata.datEX(freeformat)EX(fixedformat)13STRUCTURALEQUATIONMODELING5.Selecting/RearrangingVariablesLISRELallowsyoutoselectvariablesandrearrangethem.Thisisveryusefulifyouaregoingtorundifferentmodelsonthesamedata.Onceyouenterthedata,youcanselect/arrangevariableshoweveryouwant.SE‘Depress1’‘Frustrt1’‘Stress1’‘Interact’‘Love’‘PerQual’/orSE123789/14STRUCTURALEQUATIONMODELING6.MOdelTheMOdellineisthemostcomplexlineintheLISRELprogram.Thisdescribesallofthematrices.ThisisdonebyspecifyingthenumbersthatdeterminetheirdimensionsandthentellingLISRELaboutthematrix(free,fixed,symmetrical,full,etc.).Thedescriptionofthematrix,e.g.,fixedatsomevaluesuchas0or1,isselectedtodescribemostoftheparameters.Latter,youwilltellLISRELthoseelementsthataredifferent(e.g.,freemeaningyouwantLISRELtoestimatethem).15STRUCTURALEQUATIONMODELINGFirst,youneedtowritetheeightmatricesthatfityourfigure.Forourexample,thematricesare:16STRUCTURALEQUATIONMODELING17STRUCTURALEQUATIONMODELING18STRUCTURALEQUATIONMODELINGSUMMARY*Can’tbechangedonModellinebutelementscanbefree.19STRUCTURALEQUATIONMODELINGEXAMPLEMODELNY=6NX=3NE=2NK=1LY=FU,FILX=FU,FRCBE=FU,FIGA=FU,FRPH=SY,FRPS=DI,FR,TE=DI,FRCTD=DI,FRORMODELNY=6NX=3NE=2NK=1LX=FU,FRBE=FU,FICPS=DI,FR20STRUCTURALEQUATIONMODELING7.LKandLElinesTheselinesprovidelabelsforthelatentvariables.LKRel_QualLEStress_1Stress_221STRUCTURALEQUATIONMODELINGTheselinesfreeparametersthatshouldbefreebutweremisspecifiedasfixedintheMODELlineandtheyfixparametersthatweremisspecifiedasfreeintheMODELline.AttheendoftheFRandFIlines,Lisrelshouldbeabletoreproducetheeightmatricesyouwrotetodescribethefigure.Inourexamplewedon’thavetochangeLXatallsinceitisalreadyfullandfree.WehavetofreethelambdasinLY,andthebetainBE.Wedonothavetochangeanythingfromfreetofixed.FREELY(1,1)LY(2,1)LY(3,1)LY(4,2)LY(5,2)LY(6,2)FREEBE(2,1)8.FReeandFIxedlines22STRUCTURALEQUATIONMODELING9.OUputSS-Printsstandardizedstructuralmodel(beta,gamma,psi)SC-PrintsstandardizedoutputwhereeverythingisstandardizedEF-Printstotalandindirecteffects,theirstandarderrors,andtheirt-values(z-scores).MR-Printsvariancesandcovariancesoflatentvariableswitheachotherandwithindicators.ThisalsogivesyoutheresidualanalysisandQ-plotFS-Printsfactorscoresregression.23STRUCTURALEQUATIONMODELINGPT-Thisprintssometechnicaloutputsuchasthevalueofthefittingfunctionforeachiteration.PC-Printscorrelationsofparameterestimates.Thiscanbeverylong.Ifyouhave200parameterestimates,thismatrixwillhave40,000elements.Thiscanbeausefulwayofdiagnosingidentificationproblemsandmulticolinearity.Whentwoparameterestimatesarehighlycorrelated,sayr>.8,thenLISRELishavingtroubleestimatingthem.ND=xThisgivesyouxdecimalplaces,thedefaultis2.AD=offThisturnsoffanadmissibilitycheck.LISRELstopsat20iterationsifitthinksamatrixisproblematic.YoushouldturnthisoffifyoufixanyoftheerrorvariancesinTEorTDtozero.OUtputSCEFVAMRPCPT24STRUCTURALEQUATIONMODELINGConfirm.ls8locatedatc:/lisrel/project1/confirm.ls8ConfirmatoryfactoranalysisofhypotheticaldataforaclassexampleofhowtorunLISRELtoevaluateameasurementmodel.DAtaNInput=9NObservations=400MAtrix=CMLADepress1Frustrt1Stress1Depress2Frustrt2Depress2InteractLoveQualityKMSY1.00.61.00.50.61.00.70.40.31.00.30.40.40.51.00.40.30.30.50.61.00.40.30.40.30.30.31.00.50.30.30.30.40.30.41.00.40.40.30.30.20.30.40.51.025STRUCTURALEQUATIONMODELINGsd2.42.71.82.52.62.05.13.86.1MODELNY=6NX=3NE=2NK=1LY=FU,FILX=FU,FRCBE=FU,FIGA=FU,FRPH=SY,FRPS=DI,FR,TE=DI,FRCTD=DI,FRLKRel_QualLEStress_1Stress_2FREELY(1,1)LY(2,1)LY(3,1)LY(4,2)LY(5,2)FREELY(6,2)BE(2,1)OUtputSCEFVAMRPCPT26STRUCTURALEQUATIONMODELINGEXAMPLE--LongitudinalModels27STRUCTURALEQUATIONMODELINGInthismodel,Q7(Quantitativeabilityatgrade7)andV7(VerbalAbilityatgrade7)arelatentexogenousvariablesandweassumetheyarecorrelated.測量模型
結(jié)構(gòu)模型
28STRUCTURALEQUATIONMODELINGWeneedtodoalleightmatrices.Thisincludes(a)LAMBDA-X(loadingsforXi),(b)THETA-DELTA(errorsforXi),(c)LAMBDA-Y(loadingsforYi),(d)THETA-EPSILON(errorsforYi),and(e)PHI(covarianceofexogenousKSIvariables).forthemeasurementmodel,
(f)BETA(endogenousETAsàendogenousETAs),(g)GAMMA(exogenousKSIsàendogenousETAs),and(h)PSI(forZETA—unexplainedvariance,residuals)29STRUCTURALEQUATIONMODELING30STRUCTURALEQUATIONMODELING31STRUCTURALEQUATIONMODELINGProgramSEM2_longitudinal.ls8VerbalandQuantitativeAbilityInGrades7and9.Model:GA=DI,PS=DIandTDandTEuncorrelatedDANI=12NO=383LAMATH7SCI7SS7READ7SCATV7SCATQ7MATH9SCI9SS9READ9SCATV9SCATQ932STRUCTURALEQUATIONMODELINGKM
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 磁性材料中的化學(xué)礦物考核試卷
- 空間遙感技術(shù)與衛(wèi)星儀器考核試卷
- 經(jīng)濟(jì)型酒店客戶滿意度調(diào)查考核試卷
- 木材采運(yùn)的項(xiàng)目風(fēng)險(xiǎn)評估考核試卷
- 礦山環(huán)境保護(hù)法規(guī)-石墨滑石礦區(qū)治理考核試卷
- 滾動軸承動力學(xué)分析考核試卷
- 能源消耗與碳排放控制考核試卷
- 船舶改裝質(zhì)量控制與檢驗(yàn)考核試卷
- 毛皮服裝行業(yè)的新零售模式探索考核試卷
- 結(jié)構(gòu)力學(xué)II 課件 第12章-結(jié)構(gòu)的極限荷載
- 2025年保健食品從業(yè)人員培訓(xùn)考試試題
- 2025年春新北師大版物理八年級下冊課件 第九章 機(jī)械和功 第一節(jié) 杠桿 第1課時 杠桿及其平衡條件
- 救護(hù)車租賃合同模板
- 餐飲業(yè)供應(yīng)鏈管理與采購策略
- 《家庭安全用電培訓(xùn)》課件
- 《胸腔積液》課件
- 風(fēng)電基礎(chǔ)施工方案
- ICD-10疾病編碼完整版
- 肩關(guān)節(jié)超聲檢查
- 畢業(yè)論文-中小企業(yè)防火墻的應(yīng)用
- 可穿戴式設(shè)備安全可靠性技術(shù)規(guī)范 腕戴式設(shè)備
評論
0/150
提交評論